HomeMy WebLinkAboutProduct Approval BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts s Publications FBC Staff BCIS Site Map i Links Search
Pori
LAON ( ! 'ter Product Approval
Product Approval Menu>Product or Aoolicatinn Search>Aonlicatiun Lis[>Application Detail
y' FL# FL20470 Rl
Application Type R ,
Code Version 2017
Application Status A
Comments
Archived I....
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J. King, P.E.
1--1 Validation Checklist-Hardcopy Received
Certificate of Independence f"I_20470 R1 CO1,,,,,(1�)Certific<ite_2f,T.ncfependenc ,ildf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM D638 1996
ASTM E1300 2004
ASTM E84 2000
ASTM G26 1995
ASTM G7 1997
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
FL20470 R1 Eoui,, E-quivalency of Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/20/2016
Date Validated 08/18/2017
Date Pending FBC Approval 08/23/2017
Date Approved 10/10/2017
Summary of Products
Go to Page Page 1/2
FL#0 Model,Number or Name Description
20470.1 a.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II (b)Inst 20470.1,I)d
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 20470.1 for Design Pressure Ratings,any FL20470 R1 Ag_ Evac zoa7o_i��df
additional use limitations,installation instructions and FL20470 F1 AE (b)TT Plastics.2.odf
product particulars. Created by Independent Third Party: Yes
20470.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing; XO,OX or
OXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Fl,_204,M,,,_R7_I[_M_Inst<,_„2,__9AZZ-Q 2.W
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 20470.2 for Design Pressure Ratings,any FL20470 R1 AE (b)EvL1 20470.2.)df
additional use limitations,installation instructions and FL20470 R1 AE (b)TT Plastics.2.pdf
,p uct p iculars. Created by Independent Third Party: Yes
20470.3 c.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX
or OXXO configurations)
Limits of Use Installation Instructions
Approved for use in HZ:Yes FL20470 R1 II (b)Inst 20470.3.pdf
Approved for use i e HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resista .Yes Created by Independent Third Party:Yes
Design Pressu : N/A Evaluation Reports
Other:See IN 20 0.3 for Design Pressure Ratings,any FL20470 Ri AE (b)Eval 20470.1ndf
additional use lima ations,installation instructions and FI-20470 RI AE (b)TT Plastics.2.pdf
product particulars. Created by Independent Third Party:Yes
20470.4 ::�d.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass
mooth-Star Single Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2Qh. 0__Rl...,.it___�b),Inst,2()4%L L
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 20470.4 for Design Pressure Ratings,any FL20<470 R1 AE b Eval 2.0470.4.pdf
additional use limitations,installation instructions and FL20470 R1 AE (b)TT Plastics.2.pdf
product particulars. Created by Independent Third Party:Yes
20470.5 e.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing; XO,OX or
OXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 1I (b)Inst 20470.5.udf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
IIIIItttll,r��
ERMANTRU" ,"--"'-74.75'MAX.O.A.FRAME WIDTHTH
u a=
DOORS
m
Fiber-Classic- & Smooth-Star: 1, ,��`
3
It lilt% ul m 6
COMPOSITE EDGE o h a zo =m n
OPAQUE FIBERGLASS DOUBLE DOOR �M x x E N� 9 oa
=n o
wW c/= m maam
,+- a o°6
s rw
o �a
INSWING/OUTSWINGBID —0 U
Ll
�
"IMPACT' Nz
S 152.75"MAX O.A.FRAME WIDTH- —--—----� �o
15 0
n GENERAL NOTES
R 37,5 MAX' I`+—74.75"MAX.FRAME WIDTH g -
o I_ This product evaluation drawing has been developed In compliance with the 6th Edition(2017)Florida Building FRAME WIDTH I W q w
Code(FBC)Including the"High Velocity Hurricane Zone(HVHZ). W
2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be ( I f ® ® ® ® ; 0 U J
sn
beyond wall dressing or stucco. f; ` c a
3. When used in the"HVHZ'this product complies with Section 1626 of the FOC and does not require an impact z z
v resistant covering.
}m
O. O�
4. When used in areas outside of the 11VHZ'regUidng wind home debris protection.this product complies with FBC !E O f
m
Sections 1609.12&R3012.1.2 and does not require an impact resistant covering.This product meets missile level 0 = O 8 O
"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.22&R301.2.11A. �W = X O X o
r_
= 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry
z
a
2
construction. LL /
iQ
6. Site conditions that deviate from the details of this drowing require further engineering analysis by a licensed
1,
engineer or registered architect.
W
a7. This product meets the water infiltration requirements for the"HVHZ".
8. Outswing configurations using Coastal Sill(item#19)&Composite SM(tem#16)under active doors meet water
infiltration requirements for"HVHZ".All other configurations do not meet the water infiltration requirements for the z
"HVHZ'and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or
v¢
c canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees, DESIGN PRESSURE(PSE) DESIGN PRESSURE(PSq
CONFIGURATIO COCK—_— HARDWARE •-zr
TABLE OF CONTENTS POSITIVE NEGATIVE POSITIVE NEGATIVE
----
FSHEENDESCRIPTIONSHEETR aaxc.US/02/16 zTypical Elevations.Design Pressures&Generol Notes 8 Vertical Cross Sect€ons(Thresholds) XX latch&Deadbott +60.0 -60.0 +60.0 -60.0 scuF: N.T.S.
Door Panel Detals 9 Buck Anchoring MG.rrn JK sSidelitePanelDetals 10 FromeAnchonngOXXO Latch&DeadboH +55.0 -55.0 +55.0 -55.0 �,.,,,��, LFsations _____ _ 1 I Hardware Details- - xx,oxxoMumpoint +55.0 -55.0 +55.0 -55.0Horizontal&Venscat Cross Sections 1X BaTf -• --- 12Glar}n, Details oRnvnac isoHorizontal&VerticalCross Sections(1X Buck) 13 Components __ _ FL-20470.3
Horizontal&Vedtcol Cross Sections(Direct to Masonr+�j 14 &11 of Materials
-- See Sheet 4 for Hardware SpecKcatfons — —
_ .......__........_.__...__ sear 1 cv 1�
v
`�,,uunH4
EXTERIOR 3.6" • Q/
00000000 I--•--F—0Z..7' I 0.7 -.- •
00000000 ( -�- v
0000000
00000000 �.. K5"
0000000 ^ ., 2Q� m
00000000 i e i ��'•
00000000 r //>•••'•• •��� t�
0000000 COMPOSITE 'L
00000000 COMPOSITE CAP , 1„ w
STEEL R OR ENT LOCK STILE z d m o
0000000 CAP HINGE STILE ) INTERIOR (ENGINEERED WOOD) "' z
00000000 (0.023"THK. r•:
0000000 (ENGINEERED WOOD)
000",
0 0 0 0 1 H R/ZONTAL CROSS SECTION a E E„ z o 0
.110 0 0 0 2 0AW EXTERIOR g 6"-- I t P.v g 9 `o o.
.•l7-v- --0.7' 0.406"-�• u:< m a a
c000000
00000000
e000000 0 ?O cz
0000 QOa0 /,q �, <"•. '1td
0:
DETAIL A-A ^ y i, :'i'r' •:^'; :-,:''2' o
PANEL REINFORCEMENT STEEL REINFORCEMENT
(0.023"ThickSteel) 28.86 MPEN
COMPOSITE
COMPOSITE � STEEL REINFORCEMENT LOCK STILE CAP � `¢
CAP HINGE STILE ) INTERIOR (ENGINEERED WOOD) PRE 0
(ENGINEERED WOOD) (0.023"THK.
*#8 X 2.5"PFH WS(TYP.Q EACH DOOR 2 CORNER) y J d HORIZONTAL CROSS SECflON
2 m cL
cL
36.0•'MAX.DOOR 35.813"MAX.DOOR 35.813"MAX.DOOR–� M �� �
PANEL WIDTH
PANEL WIDTH PANEL IDTH cri
TOP RAIL Ii si i; ca
(COMPOSITE/ENGINEERED o`
WOOD)
a a
a .__.._.._. m
I 3 ' 2 2 ,_ STEEL REINFORCEMENT
E ; �� 2 – 2 v ;. (0023"THK.)_
c.. ' I o G
cn
f" _ FOAM
� CORE• " w o
c x 1 w ' ' (POLYURETHANE- J FLn
z z Z /J 1.9 PCF MIN.) e
® –�• a Q a E) –I INTERIOR EXTERIOR
O O O INTERIOR EXTERIOR F
b
Oo
:... — –
...:.....:. n
X X } X Z
$ a o t FIBERGLASS SKIN'/'
n o (0.073"THK) c _
z
Z O
r DATE-08102116
BOTTOM RAIL i scram N.T.S.
(COMP.) r-1.71"–+�
MG.sy: JK m'
p *I I# D *I cHK BY, LFS 3
_ 3 VE CAL CROSS SECTION �VERTICAL CROSS SECTION DPAwwD"D'`
(/'0 DOOR PANEL l;;ti DOOR PANEL 42 DOOR PANEL 2 2 FL-20470.3 0
4 BOOK �� Hybrid Door Ul Door rT
SHEET 2 DF T_T ;�
R:\Gients}iber Tru PERPW.EN'M-Florida Rol=APPmvals\FL-20470 KVRZ Ti•Composite\C•Dra ving5\FL•20470(2017)\ft-2D470.1-3.dwg,3.3
79.25'MAX.PANEL HEIGHT -
4
v O O m
n o g p
a O O
o m 0 .17
�r2 � O
LJ
T 0
mm n n lm Io
CD m L O n {� ...
`D
z 1O0 p
mY. Q ti
--d /—
N � � Z
A W v p a
ELI
>0, z t sT /
a0c 1 O
xZ n�r, O �Qn�$11
v
a
0
p m
O
-P f O Q 3Y0
03 ny zmm OO
r 2D �Z ' O�
m
>, o
a
� f
0.591, 1 iZi,
0.59'.--{ I--
fz /\ A
to
m
N Z
�a
sc ftp
No.43469
7 zY,i pll
Q` Q PRODUCT: 0--t.Prepared'Br- „� SMEOR .• v
THERMA-TRU Lynda. F. Schmtdt �i��••'•. OR10�:✓'O�`
I FIBERGLASS DOOR P.E. No. 43409
�o N o Z III
v r— L ti N PART OP.ASSEMBLY: K�J��BUILDING CONSULTANTS,
�.. o ti x to 1 7 14 77 UPDA7E TO 67N E0. 2017 FHC JK StDELITE PANEL DEfAfLS Jl i!{/ P'0. Box 230• Valttao, FL 33595
rn NO DATE BY Phona No.: 613.059.9197
REVISIONS F13PE CA No. 9813
RJ 2C1 a i2.W.6UIL a,NG ti(1NJUl.iAN'l:$INC.
\+++++Illllllr/
3 3 _ 354 4 6
3 3 5
5 6 7 7 5 6 7 5 6 7
z 4".ON0 �m
® ®
MM
/i
Z.nmzo
`
0 -ZZ
x 'a
Em zmea
S u° 3 `oa
5 0 2 LL `a m
ri
6 O $ 6 O 5 E a z
e69
c w
M 7 t 22
9 4
g 7 ck:o z
0
8 $ l3 8 SEE HARDWARE CHART 8 8 8 8 ,HARDWARE CHART 8 ti I y
n �m
ELEVATION ELEVATION
xx oxxo
N
ti VI
= W O
O �
G.'
HARDWARE TAkE a
a _ _
g MAI&ACTURER MQDEL: a
SCHLAGE KNOB: F51 ^oo m
DEADBOLT. B60 Z
KNOB: SIGNATURE SERIES a^TE.08102116
KWIKSET DEADBOLT: SIGNATURE SERIES(480) scuE N.T.S.imp I P I °
wM.BY: JK m'
Fiber-Classic/Smooth-Star Boor Panel Options HOPPE MULTIPOINT:MPDGSB CHK BY. LFA 3
€ Panel options shown are for illustration and are representative only (THERMA-TRU) (3 pt.Manual Shootboll) oruwwa NO.:
(similar opaque panel configurations are allowed) F1-20470.3 -
0
SHELT_�L or 14
G
z
{{tllllll!!!!i
1.15"MIN. ���'< •' �O
i..._......... N0185: .�Q i
E ( EMB.(TYP.) I.Sidelite assembly screws located b"from each end and 5 more screws
B equally spaced between(7 screws total per side jamb). =a. a'.
J' w
E 2.Sidelite assembly screws located 3"from each end a at centerline ��c 1 =i n
C B (3 screws along head jamb). N z 6 O.`0=e m
0.15 C SINKL D
,
> RYP) 0,15'C-SINK _ C\ I '////!!!!r►N {f{{{��```` N?"'
ltt 1`
SEE NOTE I i e v i \, N �gL� zmQo
D o I 25 1 i ll ; < a . ° J.� " (� a g 'm a s
INTERIOR.
la> L _ ~� g aw
f}
C
f 7 EXTERIOR
23
�246> 1 z_ w p fW H Oy
H
1-1/4!MIN. U�
EMB. P. 29 40 41 42 1-1/4-MIN, Pn m 0 N
g ) EMB.(TYP.) EXTERIOR -- -.. ..__......_ INTERIOR o ? o Mn
1 H RIZONTAL CROSS SECTION
5 own w/2X Buck > 2 RIZONTAL CROSS SECTION 3 VE CAL CROSS SECTION a
Outswing shown(Inswing similar) 5 J own w/2X Buck 5 S wn wt 2X Buck
o Outswing shown(Inswing similar) tswing shown(Inswing similar)
y ° p 2
= SEE NOTE 1 y l 20En
t rt, L �� o
SEE NOTE 2� z
50 L 23 24 11 50 v �08 Oz16
4 40 41 42 27 40 41 42 N.T.S.
- 7
w 29 40 41 42 EXTERIOR INTERIOR o °wC,of: JK m
r ars BY. LFS
5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION 4 auwrt+c NO, d
VERTICAL CROSS SECTION
5 Out wing shown(Inswing simiiarlOutswin
5 g shown(Inswing swing s mtlor) 5 Shown w/2X Buck FL-20470.3 a
Outswing shown(Inswing similor) sHEU L OF i 4
c
a
Illluuiiii��
Notes: .::
1.Sidelite assembly screws located&'from each end and 5 more screws A;' o
equally spaced between(7 screws total per side jamb). Q\
2.Sidelite,assembly screws located 3"from each end&at centedine =D.
(3 screws along head jamb}. r ° z 4 t O �'W
0 v'•
Z p)p
—,�— C = p z V
36 c
s
C E 40 41 42 E 9 z° ^'
I Jj
EXTERIOR. INTERIOR RZx
'60
t, �s =
3 VERTICAL CROSS SECTION
(C, ° /i I L INTERIOR `5 t p 6 Shov✓nw/1X sub buck xW N �W
J i I 1 i t' ° O ,-w shown(Inswing similar) ' oN
< tt
za
1 ,
EXTERIOR
E 24 SEE NOTE 1
0
s
`' �1-114"MIN. 24 40 41 42 1 A { _._.......__.._ N u,
EMB.(nP.)
O •CL: 0
n EMB.(iYP.j —
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
6 Shown vr/1 X sub-buck 6 Shown w/I X sub-buck 25
Outswing shown(Inswing simBor) Outswing shown(Inswing slmilorJ —
a
SEE NOTE 2 i
a
50 = z
� 1 �a
` a
EXTERIOR INTERIOR ^o 0
..........
z a
DAM OB 02 16 =
VERTICAL CROSS SECTION mmE, N.T.S. °
tS Shovmw/1Xsub-buck DWC.sr. JK m
F Outsw ng shown(Inswing similar) aa.BY.. LFS
DRAMG NO.: K
FL-20470.3
N
VMT 6 oc 74
- �1
ttttnnnrrrrr
? is z� _ za X! R
12s,
MAx. j'—
E `fw MIN.i~ { E ^W i MIN. MAX. iMINMo.
_ III rr '
1 f z 6m;
r n Int t
Ew
D v)uv 9 o
40 41 42 \J 40 41 42 50 D g E + a
( o E* o�
SEE NOTE 2 -q
NTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR JTa }
z
3 VERTICAL CROSS SECTION �a
7 Shown O'trect to Moson VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION o �-
Out%ing only w/4-9116 jamb 7 Shawn Direct to Masonry 7 Shown Direct to Mosom ap o
Double Door Only(NIA w/Sideliifes) Outswing only w/6.9/16'jamb Outswing only w/6-9/16'jamb fx
1 m Qo
� Notes: w�
r 1.Sidelite assembly screws located 6'from each end plus 5 more gm
Q equally spaced between(7 screws total per side iamb).
2.Sidelife assembly screws located 3'from each end 8 at centerline
�z
C, ic>
13 screws along head jamb). �I w
a a �
^1_..._ I -
3.'
INTERIOR
r 1 (t i s 40 41 42 t tT z
r INTERIOR INTERIOR a h
o � {
Q �''J J' 40 41 42 50 0
� !11 �
M r M v
c o j 6
N z
EMB.(TYP.)
EXTERIOR o 'm
h f EXTERIORXTERIOR 25
E
1 t
1-114-MIN _.......R......... �J z uu
5 ttt---------ttt---EMB.PP.) SEE NOTE 1 � 1-114"MIN. 8110116
�z EMB.(TYP.) WALE: N.T.S.
1 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTIONri� HORIZONTAL CROSS SECTION owc W. JK m
F 7 7 Shown Direct to Mason 7 Shown Direct to Masonry aur.sr LFS
Shown Direct to Mason 7 Outswing only w/6.9116'jamb ,� A; r
Outswing only w/4-9/16jamb Outswing only 6 9/16'jamb m
Double Door Only(N/A w/Sidelites) F1-20470.3 $
sxEEr 7 or 14
b
a
• ``yls n I t Urrrr
./,Z,�'
1.Sill Item#'s 17,18,19,32,30.,35,36,37,38&39 are attached to jambs w/(3)#8X2-IIT pfh screws at each end.
Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2"plh screws at each end. _;at; o t _ n
Sill Item#15 is attached to jambs utilizing(2)#10 X 2'pph SMS at each end. �: n
2.Sidelite assembly screws located 3"from each and&at centerline(3 screws along si11). l z L A;O n
INTERIOR — EXTERIOR INTERIOR EXTERIOR �rrrr f1 111s�� ` N' n
S Z
\\ 5' 0
u v Z 0ZC7
v m
40 4T 42'' 40 41 42 EXTERIOR INTERIOR e'N n d 0&
16 17 18 19 g LL p 'm d`a
38 39 32 / 33 34 35 36 37 40 41 42 O
1z
M �SEE NOTE 1 nE SEE NOTE 1 E 8 gra
Y Q SEE NOTE 1
s
e
e e
r
o1 - - _ _._ _......_....._...._..__...... � _ za N a C,
._......_............__._ a•��. ( ,Z h.W W
c� I l 1 1 > m a
I 1 YERTiCAL CROSS SECTION. K2 VERTICAL CROSS SECTION r3 VERTICAL CROSS SECTION
o w
Inswing SSI �8 Inswing Sip 8 Outswing Sill a a
�8 g w y,}
V >m
INTERIOR EXTERIOR_
EXTERIOR — INTERIOR SEE NOTE 2 45 `/f 50 EXTERIOR �'— fNTERiOR k n
3 40 41 �2 / 77 75 \ � 32 33 34 35 3b 37 38 39 SEE NOTE 2 QS Y_ 50 i6 1T 18 = •
10
76 W
O E E
i
SEE NOTE 1rL
°
z
^IZ v
DATE.08/02116
i
J.
_ — I^ G, N.T.S.
�....... . z n
a I z+� {1 p m aec.ar: JK 3
^LLm `"J cwc er: LFS
c T. MW',Ir NO, a
�4�VERTICAL CROSS SECTION m 5.._ VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION FL-20470.3
Public Access Sip C
Inswing Sill $ Outswing Sill
SHEE- 8 or Y 4
v
R:\Oferte\Therw Tru PERMANEUnA-Honda Product Approv is\FL-20470 H10-1Z 17-CorrPosftc\C-Down9s;FL-20470(20171;kfL-20470.1.3.dwg,9.3
C a
D
19"MAX. t�
O.C.gyp.) (TYP.j A
z -
Z
n
;r
1
m
V
O
v�
�I
OI
41
h
09
A
y
—
------------------
� 3
i C
C
Z
19"MAX. ((TYP.) ' i � — N0.43409
O.C.(TYP.) � z
-72)1
T S PRODUCT: Documents Proporotl 81RTEOF
r THERMA_TRU Lyndon F. Schmidt
(� N 0 FIBERGLASS DOOR P.E. No. 43409
�i� SS'/ IdAi.�r�
�l�70 nri5
V t ~ N PART OR ASSEMBLY: GDC(��BUILDING CONSULTANTS,
o X cn
INO
7 to 17 UPDATE TO 6TH ED. 2017 MC dKBUCK ANCHORING J�j/�/ P•0. Box 230, volr1co, FL 33595
DATE BY Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
d.:2016 R.W.BUI101N6 CGNSUITANTs INC.
R:10iwts%7he -z Tm PERNANENI\4.Florida Pmdutt Awmv NWL-20470 I JV}iZ TT•Cowpalte�C-0ramigs\FL-2.04701ZD}7)\FL-204701-3A.y9,10.3
1 Cl
O(�
— C q w�
T7
v
X X
G C
y m
�n rrD—
to
14"MAX. !I e ITYP.)— �---
O.C.(rYP.) 0`
3 `o
In 70
c
z
`.m ►�
7
rn
I:b -1 I I I I }
<
vo =v�
I
i I I
1 1 = I
y r
O —
---------------- __L
=mio G1
�0 �D of
35
� y y
V
1 iiT-i
� VI
0
X
14"MAX. �� I -. ._.j_ `� �!•t}CENB�c';)`
O.C.(TYP.) s,(TYP.)—.{ /n No.434O9
$[NOPOWIT
PRODUCT: Dcurn-%.Prap..d By: � SMWOP
THERMA—TRU Lyndon F. Schmidt ��'�;/... ...F18ERCIASS DOOR P.E. No. 43408j7, �0N�'14 ` ilPART OR ASSEMBLY: �iD BUILDING CONSULTANTS,N ;n ,!4 PDATE TO 8TH ED. 2017 FBC JK FRAME ANCHORING WP.O. Box 230, Volr)co, FL 33595
BY Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
40 201 6 R.W.9.11O-C...lI-T.leu..
��ttu a rrrr��
-4
°. FO � �• W 'W� m
28 0
O LLW
�o r� mow• �y
SEE HINGE
DETAIL P.E ^I — 25 A
25 - 27 - I' 30 Tutt z c-� m z o
U xZS
LATCH b DEADBOLT DETAIL j —� LATCH�DEADBOLT DETAIL m a 5 o i a
Schlage/Kw kset &i p o� ,� fipo n aiC'ct� 5 ° °
o Ca'
yrp0 `r E DZ
DIRECT TO s O ^Y M DIRECT TO S °3a
N MASONRY r m r__ � MASONRY
G 1XBUCK \ ( i G 1XBUCK
25 2X BUCK so ! 78
SEE LATCH. i Z5 2X BUCK § 'a
.t 1.....�...._1 �$
&DEADBOLT
- SEE LATCH'�J I DETAIL 1 0
3 DEADBOLT fR 1 g m Lu
Luc'!ti DETAIL 'n OBO
I U tr
�II O
7
DETAIL i i of
Coastal Astragal Strike Plate @ Head j DETAIL 1 a
Multipoint Lock Strike Plate Q Head
6 >m
...... ASTRAGAL ( HINGE JAMS ASTRAGAL
Latch and Deadbolt M lipu� oint Lock
E _ n
rn
S j
' L 2X BUCK OD
O
80 DETAIL G 29 G 1X BUCK G DETAIL2 T9 o 0:
p Inswing \ M DIRECTTO Inswing '
Coastal Astragal Strike Plate Q STI MASONRY Mullipoint lock Stoke Plate^a SII
1/2"0 HALE
24
a ----- / ®- 23 I 'W �
E _...........__ a n-
-d
$ _.._....._..........._ n p
-- - o _ z
I ' HINGE DETAIL are OS 02 16 °z
a ! DETAIL 2 79 s�r• N.T.S. 9
80 DETAIL2 G
DETAIL G Outswing ow¢,sr: JK m'
2 Insw nOutswing Multipoint Lock Stoke Plate Q SII cxY,er: LF3
g ;
Coastal Astrogol5lPlate Sill Astragal Bolt Hole Q SiI LDPAWM�,:MULTIPOINT LOCK STRIKE DETAILS —20470.3h LATCH&DEADBOLTSTRIKE DETAILS t 1 oe T4I
a
`IIIIIIIIIrryrr
EXTERIOR
CELLULAR y
GLAL ULAR 1/2"GLASSBITE z' 4'rQ=�n
` 1"THK.GLASS , .. ��'•.,, ...
\\
—�_...
�,—1/8"TEMPERED GLASS �: . 7 �. .` /qr >
rill III
1 ti
/ 1(2 AIRSPACE Q -n c;;;z°
' 5137'ANNEALED GLASS \ a t a Zi m c d
Z U
INTERNAL GRID(GBG) WROUGHT IRON INSERT (� e a d o`o a
DOW 445 - 1 0.090'PVB INTERLAYER a` m a=li
OR Q _ (SAFLEX OR KURARAY BUTACRE( s u
SIKA 552 o`z
1(8"ANNEALED GLASS u
#10X1-1/7'PPHSMS
INTERIOR 3A SWIGGLE GLAZING SPACER ( _
................
l.:.
I o �
�G1 GLAZING DETAIL
Aluminum Impact Lite Frame "
Dow Ponels&SldeFltas l 1` M i
o PRIVACY INSERT
DECORATIVE INSERT n
�m
_Y 20.88"D.L.0.
j WIDTH 1"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
Ih
k I V
o
N
S - O
o
d
#10X i-1/7'PPHSMS g 3
(TT`P.
z_.�..
C
� m
n �
s
z
4" j z
q 3A ALUMINUM FRAME
(ttP a v
Aluminum Impact lite Frame �
z Door Panels&Sidefites smr, N.T.S.
s ALUMINUM LITE FRAME WNG.By; JK mIt! '
---- nuc.BY:
www xo.:
m
FL-20470.3 a
stir 12 or i4 N
� — e;c
a
a
J` ... /i
Ci .................._._.............4 56"..._.__......._........_...� `Z sg o umi
ILL!re
—......_.._._._7.59
—. t f
_ — 11 Q
! Ile
m n
pit N>n m
I z6;d
.. �.2.36"—^I Pi civ z
32 INSWING THRESHOLD 37 INSWING THRESHOLD
InsW BosiC Flxed 7-1/7 SLI WOOD JAMB \t o E m m=
�1 Inswing Basic Composite Adjustable 5117-I/7 C v
•\ g'Lpp
aZ .w
E �V 96La
4.56"
5.83" v
E••.------4.56'.. ___.._� o c Z
In �
33 INSWING iHRESNOID % INSWING THRESHOLD /,1 O1/TSWING THRESHOLDo
Inswing Basic Fixed 501 �Inswi�e Adlustabie 571 ��,._s°,•Com w
z
" s
--
5.75'- ` N Q
R --------S.7T' 4.5
0 6"
B L9 COASTALnln.NG �I o
c ( Wood(AmNum S11 a
34 INSWING THRESHOLD m
nsw
ting Moderole Climate Sill 1-3/8 (3S\INSWING THRESHOLD 191"—�
u — --
g /Innhng Basic Composite Adjustable SM �7 OUISWING THRESHOLD
EC`omposife/Aluminum Sill n
____ FLUSH (- O,Ob3" N
6.0 1 0
BOIi
K I 1 —— 5.75' ^; a
x
m
i
J ( FLUSH BOLT O = M
_.. _� --��
RETAINER
[ ...� ..:: ---�i--0.126" �
5 INSWING THRESHOLD r(', _=WING THRESHOLD j =
L Inswing Moderate Climate Sill
S PUBLIC ACCESS THRESHOLD LB%Campasite!Aluminum Sdi C� COASTAL ALUMINUM ASTRAGA!
[Thermal Break) m
W h
--5.75'..............................._........
__� a
216'- 2.14'
-y) n a
LL }
2,13' . r'21 Z o
T 10... r _.�. 08102116 i
DnrE
.-./�.^
to rt a sME, N.T.S.
ff j( 1 coG 1_,_ DM Br: JK m
—1.79 �� f�-1.9T'— ( — �_ o _._
INSWING THRESHOLD f— 2.06"—�i l 0 3
t-20470.3
z LFS
A C 3b In7wing Basic Fixed 53/4"STI In . ¢
v o
/ \SIDEIIIE SPACER m
o \ o
\SIDELTE SPACER SIDELTIE SPACER
SWEEP �\SWEEP SWEEP 75 --- 6 76 (77 Imv ng�� Inswing y o ufsModerato Climate Tivestwld of 14 N
G
��tiunlrrrri
BILL OF MATERIALS BILL OF MATERIALS
REM tt DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL Y g ,
B 2X BUCK(SG>=0.42) _ WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL w 6;
C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL '�,j'•.,- �.`� m
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL ���,�JrI 11 P� •�`` y>°
— E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 4"X 4"HINGE STEEL ` =a o
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 32 INSWING THRESHOLD ALUM/COMP \ , N$ E m v m 0 V
- - ..... .................
1 1/4"X 1-3/*'PFH ELCO OR ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP a m s q=m
------
J T/4"X 3 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP �a"
«
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 36 INSWING THRESHOLD ALUM/COMP ; o Z LS'
M 3/16"X 2-1/4"ITW CONCRETE$CREWSTEEL 37 INSWING THRESHOLD __. ,ALUM/COMP
— N 3116'X 2.3/4"ITW CONCRETE SCREW _STEEL 38 INSWING THRESHOLD ALUM/COMP
PFH ELCO CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
t JAMB(FINGER JOINT PINE) WOOD 40 DOOR PANEL(BOOK)
6 WEATHERSTRIP(MEDIUM REACH)^ FOAM 41 DOOR PANEL(HYBRID) o a
7 _WEATHERSTRIP(LONG REACH) _ FOAM 42 DOOR PANEL(U1)
2_ 8 _ SWEEP VINYL _ 50 SIDELITE - m
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 75 SIDELITE SPACER(INSWING) PVC Rig
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC o m
I 1 _ #10 X 1-3/4'PFH WOOD SCREW — _ _ STEEL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC o F
r; 15 PUBLIC ACCESS THRESHOLD — ALUM 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL_ aI a
_ 16 OUTSWING THRESHOLD ALUM/COMP. 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL
17 OUTSWING THRESHOLD ALUM/COMP 80 ASTRAGAL STRIKE PLATE STEEL -m
18 OUTSWING THRESHOLD ALUM/COMP 88 2X MULLION(SG>=0.55) WOOD
19 _ COASTAL OUTSWING THRESHOLD _ _ ALUM/WOOD
3 20 COASTAL ALUMINUM ASTRAGAL _ ALUM
- 23 #10 x 3/4"PFH WOOD SCREW _ STEEL n
--- — —
24 #10x 1"PFH WOOD SCREW STEEL _ CONCRETE ANCHOR NOTES: w o
- 1.Concrete anchor locations of the comers may be adjusted to maintain the min. m
g edge distance to mortor joints.
2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to
r maintain the min.edge distance to mortar joints.additional concrete anchors
maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. o
3. Concrete anchor table: i
ANCHOR ANCHOR MIN
:MIN CLEARANCE.�MlN CLEARANCE
TYPE: SIZE.. EMBEDMENT
TO MASONRY TO ADJACENL.`
EDGE' . ANCHOR ^o >
st ITW
TAPCON`s 1/4' 1.1/4"
ELCO
1/4" - - 11/4" 1" 4" D^ 08 02 T6
ULTRACON® SM N.T.S.
T )TW ® 6" 1-i/4" AS SHOWN 1-112 D+a•BY.. JK m
HCHK.BY: LFS
E WOO EW INSTALLATION NOTES: DPAWNo NO--
1.
o:1.Maintain a minimum 5/8"edge distance.1"end distance,&1"o.c.spacing of m
wood screws to prevent the spliftin FL-20470.3 6
Sr+cEr 14 of 14 ,�
o — —
s